FRP U-Wraps for Mitigating Plate-End Debonding in FRP-Strengthened Beams: Finite Element Modeling and Parametric Study
Author:
Funder
The Deputyship for Research and Innovation, Ministry of Education in Saudi Arabia
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13369-024-08853-6.pdf
Reference56 articles.
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2. Al-Negheimish, A.I.; El-Sayed, A.K.; Al-Zaid, R.A.; Shuraim, A.B.; Alhozaimy, A.M.: Behavior of wide shallow RC beams strengthened with CFRP reinforcement. J. Compos. Constr. 16(4), 418–429 (2012). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000274
3. Al-Negheimish, A.I.; El-Sayed, A.K.; Al-Saawani, M.A.; Alhozaimy, A.M.: Effect of stirrups on plate end debonding in reinforced concrete beams strengthened with fiber reinforced polymers. Polymers 13(19), 3322 (2021). https://doi.org/10.3390/polym13193322
4. Al-Saawani, M.A.; El-Sayed, A.K.; Al-Negheimish, A.I.: Effect of basic design parameters on IC debonding of CFRP-strengthened shallow RC beams. J. Reinf. Plast. Compos. 34(18), 1526–1539 (2015). https://doi.org/10.1177/0731684415593816
5. Al-Saawani, M.A.; El-Sayed, A.K.; Al-Negheimish, A.I.: Effect of shear-span/depth ratio on debonding failures of FRP-strengthened RC beams. J. Build. Eng. 32, 1–14 (2020). https://doi.org/10.1016/j.jobe.2020.101771
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